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6304 Beverly Hills Dr
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6304 Beverly Hills Dr
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Last modified
3/20/2025 8:35:07 PM
Creation date
2/19/2025 11:36:54 AM
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Building Plans
Street #
6304
Location
Beverly Hills Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
4824
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IFFIIPPI m I ' 111111 nT <br />SCALE: " = 1'-0" <br />NOTE: <br />THESE DETAILS ARE NOT PLAN <br />SPECIFIC. THEY ARE PROVIDED TO <br />YOU AS A STANDARD TO CONSTRUCT <br />STAIRS. REFER TO PLAN DETAILS <br />FOR RISE AND RUN INFORMATION. <br />MALL <br />ALIGN THIS STUD WITH <br />A FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN J" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />SYP CUT TO FIT <br />4RS IN WALL <br />2x12 SYP <br />BEARS IN WALL B x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2x6 SYP <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ J" X <br />2 4" TAPCONS @ MAX. 32" O.C. <br />fI EW "A" <br />SCALE: 1" = V-0" <br />E <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />CA <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />2x4 SPF NOSING GLUED AND SCALE: 1" = V-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />� 6'0 <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER <br />H 2x4 SYP <br />x8 SYP GLUED FOR STRAP BLOCKING <br />AND NAILED TO (SIMPSON MTS12 w/ <br />FRAMING (14) 10d x 1 1/2" NAILS) <br />2x4 DRAFT 2x12 <br />STOP TREADJ7 <br />2x12 TREAD <br />ED <br />GLUED AND <br />AND <br />NAILED � <br />NAILED—� <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER /7\� rSIDE) TO BOTTOM EDGE OF 2x12 <br />1 STRINGER <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ t" X <br />2 r TAPCONS @ MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "B" <br />G.1 <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TOP OF <br />61, <br />STRINGER <br />TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />FLOOR TRUSS OR CONN. TO BOTTOM — <br />2x4 DRAFT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />STOP <br />PER CONTRACTOR <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />G <br />2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />❑ <br />2x4 PT UNDER 2x12 <br />OR LSC EACH <br />STRINGER <br />2x4 SYP BLOCKING <br />(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING <br />FOR STRAP <br />OPTION: 2X4 CUT ON <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />(SIMPSON MTS12 wJ <br />BEVEL GLUED AND <br />FROM JOIST TO JOIST. USE <br />OR 1 j"X16" LVL <br />(14) 10d x 1 1/2" NAILS) <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 <br />2 X 12 BLOCKS, GLUED AND <br />ATTACHED W/ 12d NAILS NAILED TO JOIST. <br />/ <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "E" <br />0�r Ilk D FTS P D FT5 P <br />2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT GLUED AND NAILED TO STRINGER <br />POINTS x4 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING <br />E FOR DRYWALL SPACING B <br />SECTION VIEW H SECTION VIEW <br />H SCALE: J" = 1'-0" E SCALE: ? = 1'-0" <br />3/4 PLYV1 <br />ON DECK <br />--2x8 SYI <br />AND Ni <br />FRAMII• <br />2x4 DRAF' <br />STOP <br />2x4 BLOCI' <br />C <br />SCALE: 1" = 1'-0" <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />NEWEL POST <br />BLOCKING <br />0 1 f-XI IK UUIVO I KUU I IUIN UC I HI LO <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />AUG 2 4 2022 <br />vlRTlrAREVIE'w sSIS <br />Virtual R,ekoe`;v <br />Plans Review ccm, iF;' and <br />for compliance with the 2040 F 3'- -1 y <br />Edition by Debra Anne Klahr PX <br />SCALE: 1" = V-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />)TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2X <br />PSON MI <br />10dx11 <br />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />TRUSSES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />N <br />o <br />LO <br />00 <br />' <br />e � <br />O <br />�, • , <br />�, Q <br />Z <br />w <br />O <br />Uj <br />cc <br />0 <br />z <br />Q <br />E <br />(I1 i ,a -0 M o <br />�✓ <br />Q Ce) Nvi ? <br />N V n7_CO d a <br />M^x <br />Z)_ .L O <br />V <br />O �g U. <br />s U Q <br />._ C3 <br />SIN' V wcq <br />cO Ecli <br />W L <br />a <br />LU <br />Q UJ <br />Li W <br />O <br />Qz <br />Wm~ QY z <br />Q9J0xCOLLUOQ <br />J <br />a <br />J <br />U <br />SaW <br />Wozmu" <br />CWawW <br />FoIFzLLOWZ <br />— <br />�Q <br />z <br />QpYF <br />~W5 <br />W���J <br />0.0 <br />� <br />LL <br />OW <br />OW o <br />0Y<ZgO <br />� LL <br />O <br />z W <br />O1-- <br />>U)o <br />0 � `M O <br />� J U-) <br />LL It <br />U ti <br />z <br />M <br />00 <br />< <br />Z V <br />Z� <br />W <br />JQ <br />O <br />CO <br />N <br />N <br />O <br />CV <br />N <br />1 <br />O <br />0 <br />cy) <br />CD <br />�� <br />o0 <br />O <br />N <br />p <br />N <br />p <br />N <br />04 <br />N <br />N <br />N <br />N <br />N <br />CV <br />N <br />N <br />N <br />N <br />N <br />CV <br />N <br />N <br />N <br />CV <br />N <br />N <br />O <br />4 <br />00 <br />6 <br />o0 <br />A <br />r- <br />O <br />N <br />6 <br />6 <br />6 <br />0 <br />'/� <br />�1 , <br />0 <br />i <br />O <br />O <br />N <br />O <br />CM <br />O <br />It <br />O <br />LO <br />O <br />O <br />I- <br />r- <br />CO <br />CO <br />�/ <br />U) <br />Z Z <br />O <br />0 <br />_ <br />owin <br />O <br />vo�o <br />_ <br />w Q <br />Q <br />Z <br />r� <br />�m0Z <br />Z J <br />N <br />3 <br />M <br />�mZIX <br />Z Z LL <br />04 <br />N <br />�a} <br />a <br />n <br />c/)zz <br />. <br />Z <br />Z <br />F-v <br />� <br />OV <br />0 <br />m <br />Q <br />z <br />Z <br />z <br />W <br />J <br />W <br />" <br />M <br />(4 <br />LAST PLOT DATE <br />Apr. 25, 22 <br />z <br />0STAIR <br />DETAILS <br />
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